Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/110051
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorSun, Z-
dc.creatorChen, W-
dc.creatorZhao, R-
dc.creatorMalik, N-
dc.creatorYin, J-
dc.creatorChen, Y-
dc.date.accessioned2024-11-20T07:31:04Z-
dc.date.available2024-11-20T07:31:04Z-
dc.identifier.issn1674-7755-
dc.identifier.urihttp://hdl.handle.net/10397/110051-
dc.language.isoenen_US
dc.publisher科学出版社 (Kexue Chubanshe,Science Press)en_US
dc.rights© 2024 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under theCCBYNC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Sun, Z., Chen, W., Zhao, R., Malik, N., Yin, J., & Chen, Y. (2024). Investigation on solidified/stabilized behavior of marine soil slurry by lime-activated incinerated sewage sludge ash-ground granulated blast furnace slag under multifactor conditions. Journal of Rock Mechanics and Geotechnical Engineering is available at https://doi.org/10.1016/j.jrmge.2024.02.037.en_US
dc.subjectEngineering strengthen_US
dc.subjectEnvironmental risk assessmenten_US
dc.subjectHong Kong marine depositsen_US
dc.subjectPhysicochemical propertyen_US
dc.subjectStabilization/solidificationen_US
dc.titleInvestigation on solidified/stabilized behavior of marine soil slurry by lime-activated incinerated sewage sludge ash-ground granulated blast furnace slag under multifactor conditionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.doi10.1016/j.jrmge.2024.02.037-
dcterms.abstractThis study aims to evaluate the possibility of reusing treated marine clayey soils by stabilization/solidification (S/S) technology as geomaterial in reclamation projects from the aspects of engineering strength, chemical modification and environmental risk assessment. The lime-activated incinerated sewage sludge ash (ISSA) together with ground granulated blast furnace slag (GGBS) was employed as the binder. The multi-controlling factors including water content, curing time, salinity, and chemical compositions of mixing solution were taken account to identify the S/S treated Hong Kong marine deposit (HKMD) slurry based on the strength tests, pH measurement, thermo-gravimetric (TG) analysis, X-ray diffractometer (XRD), Fourier transform infrared spectroscopy (FTIR), scanning electron microscopy coupled with energy-dispersive spectrometry (SEM-EDS) and toxicity characteristic leaching procedure (TCLP) tests, etc. The results show that the S/S treatment using lime-activated ISSA-GGBS can effectively enhance the strength of marine soil at initial water content of 110% and 200%. The water content and curing time have a significant impact on the S/S treated HKMD. The pH of treated soils is higher than 11.1, which proves an alkaline environment for the reactions in the treated soil. A special case is the treated HKMD at 200% water content hydrated by MgCl2 solution, which has a low pH of 10.23 and maintains a slurry state. Based on the TCLP results, the leaching concentration of heavy metals from S/S treated HKMD is environmentally safe and meets Hong Kong standard for reusing treated soil with a low level of <0.2 mg/L. The content of main products such as calcium/magnesium silicate hydrate, ettringite or Friedel's salt depends on the chemical additions (e.g. distilled water, seawater, NaCl and Na2SO4). The products in the specimens mixed with MgCl2 solutions are mainly composed of Mg(OH)2, M-S-H and MgCO3, which is distinct with the neoformations in the other cases. Therefore, this study proves that the S/S treated soil slurry could be reused as geomaterials in reclamation projects, and the S/S process is greatly affected by water content, curing time and solution compositions, etc.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of rock mechanics and geotechnical engineering, Available online 13 June 2024, In Press, Corrected Proof, https://doi.org/10.1016/j.jrmge.2024.02.037-
dcterms.isPartOfJournal of rock mechanics and geotechnical engineering-
dcterms.issued2024-
dc.identifier.scopus2-s2.0-85196400847-
dc.identifier.eissn2589-0417-
dc.description.validate202411 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Research Centre for Resources Engineering towards Carbon Neutrality of Hong Kong Polytechnic University; Shenzhen Universityen_US
dc.description.pubStatusEarly releaseen_US
dc.description.oaCategoryCCen_US
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